초록 ▼

A method of constructing a tower structure by assembling a set of coaxial telescopic sections 2, 3a, 3b in position on site and then raising the assembled sections using hydraulic crawler jacks 8 and tendons 5. The telescopic sections are assembled or constructed in situ, starting with the inner sec

A method of constructing a tower structure by assembling a set of coaxial telescopic sections 2, 3a, 3b in position on site and then raising the assembled sections using hydraulic crawler jacks 8 and tendons 5. The telescopic sections are assembled or constructed in situ, starting with the inner section and then each subsequent section around the outside of the previously constructed sections. Each individual tower section may be cast in situ or assembled from multiple pre-fabricated segments. This method permits the construction of very tall structures while obviating the need for very large cranes. It also removes the design constraints on the height of the individual telescopic sections.

대표청구항 ▼

1. Method of erecting a structure on a site using a plurality of substantially coaxial telescopic sections, the method being characterized in that it comprises:a first step of placing or constructing an innermost one of said plurality of sections in position on the site such that said innermost sect

1. Method of erecting a structure on a site using a plurality of substantially coaxial telescopic sections, the method being characterized in that it comprises:a first step of placing or constructing an innermost one of said plurality of sections in position on the site such that said innermost section extends along a vertical axis,a second step of placing or constructing, in position on site, one or more substantially coaxial sections around said innermost section, wherein said placing or said construction of said one or more coaxial sections occurs in an assembly sequence such that each successive section is placed or constructed so as to extend along said vertical axis around the previously placed or constructed section, so as to form two or more substantially coaxial telescopic sections, each of said coaxial telescopic sections having an inner and/or an outer coaxially adjacent section,wherein a base of said innermost section is substantially planar to a base of at least one of said coaxial sections,a third step of fitting a plurality of jacking tendons between lower jacking points of a first one of said coaxial sections, and upper jacking points of a second one of said coaxial sections, said first and second coaxial sections being coaxially adjacent,a fourth step of attaching a tendon jack to one or more of said plurality of jacking tendons,a fifth step of operating the tendon jacks to apply tension to the jacking tendons such that the weight of the first coaxial section is supported by the upper jacking points of the second coaxial section, anda sixth step of operating said tendon jacks to lift the first coaxial section with respect to the second coaxial section. 2. Method according to claim 1, further comprising a seventh step of securing a lower part of the first coaxial section to an upper part of the second coaxial section. 3. Method according to claim 1, wherein the second step is performed so as to form three or more substantially coaxial telescopic sections comprising two or more pairs of coaxially adjacent sections,the third to sixth steps are performed for each of the two or more pairs of coaxially adjacent sections. 4. Method according to claim 1, wherein the structure is a tower for supporting a top-mounted element on an uppermost one of the telescopic sections, and wherein the method further comprises an eighth step, performed before the sixth step, of placing the top-mounted element into position on a predetermined one of the telescopic sections. 5. Method according to claim 4, wherein the top-mounted element is a wind-turbine generator unit. 6. Method according to claim 5, wherein the eighth step comprises fitting the wind turbine generator unit to the top of the predetermined telescopic section and fitting turbine blades such that the rotation plane of the turbine blades is maintained at an angle from the operational rotation plane of the blades during the lifting subsequently performed in the sixth step, and wherein the method further comprises a ninth step of moving the rotation plane of the turbine blades to their operational rotation plane during or after the execution of sixth step once the predetermined telescopic section has been raised above a height at which the turbine blades, when in their operational rotation plane, are clear of obstructions. 7. Method according to claim 6, the method further comprising a sequence of dismantling steps including performing some or all of said first to ninth steps in reverse so as to dismantle the structure. 8. Method according to claim 1, wherein the second step of said constructing comprises assembling the or each coaxial section from a plurality of pre-fabricated segments so as to extend along said vertical axis. 9. Method according to claim 8, wherein the second step further comprises fastening the pre-fabricated segments together using tensionable lateral connecting elements. 10. Method according to claim 1, wherein the sections are made of concrete. 11. Method according to claim 1, wherein the first and/or second step of said constructing comprises providing a mould, former or shuttering, and casting the sections while in an orientation so as to extend along said vertical axis. 12. Method according to claim 1, further comprising a preliminary step of constructing a foundation for the structure, the foundation having a recessed access area for permitting access to the underside of at least some of the plurality of telescopic sections placed or constructed in the first or second steps. 13. Method according to claim 1, wherein said upper jacking points and/or said lower jacking points are implemented as a flange provided at or near an upper and/or lower edge, respectively, of at least one of the coaxial sections and said innermost section, and wherein the or each flange comprises openings, comprising tensionably accommodating the jacking tendons in the openings. 14. Method according to claim 1, wherein said third step includes fitting a plurality of jacking tendons between lower jacking points of said innermost section, and upper jacking points of said first one of said coaxial sections, said first and said innermost coaxial sections being coaxially adjacent, said fourth step includes attaching said tendon jacks to said plurality of jacking tendons,said fifth step includes operating said tendon jacks to apply tension to the jacking tendons such that the weight of said innermost section is supported by the upper jacking points of said first coaxial section,said sixth step includes operating said tendon jacks to lift said innermost section with respect to said first coaxial section, andsecuring said lower jacking points of said innermost section to said upper jacking points of said first coaxial section. 15. Method according to claim 1, including securing a platform to said innermost section, said platform including wheels or guides that are in continuous contact with an inner surface of one of said coaxial sections, and adjusting one of said platform and said wheels or guides to allow for varying width of the inside of the structure as the platform progresses up the inside of the structure when said innermost section is lifted.